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HomeMy WebLinkAbout0248 LAKE ELIZABETH DRIVE - Health 248 Lake Elizabeth Drive 22 7-038 Centerville r...r r TOWN OF BARNSTABLE LOCATION i l- A k e �'L i z A�c LIZ d R• SEWAGE # ���� VILLAGE—A A A v LL-a ASSESSOR'S MAP & LOT 112 U'c�� INSTALLER'S NAME&PHONE NO. �� r[J�R C.0 Nl B Cif S O 14/- SEPTIC TANK CAPACITY 0 - ��,� - S-o o - c o A4 /aJ A 7 / o Al LEACHING FACILITY: (type) o R..v,.w et L - S'o o (size) �.y $ 9 m - .2, NO. OF BEDROOMS BUILDER OR OWNER . PERMIT DATE:- y -6— COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by K' 'rACeRNAC e Y'oe M P i M N I THE COMMONWEALTH OF MASSACHUSETTS FEE lq! ` BOARD OF HEALTH OJ �v�N1J OF 8A2/VSTAi9Lf I, C24i&y1LLF_ \ SYSTEMCONSTRUCTION� APPLICATION FOR DISPOSALS S PERMIT Application for a Permit to Construct ( ) Repair (' ) Upgrade } Abandon ( ) - a -Complete System ❑Individual Components MARTIN PMCE 942 LaK F E'LaA SETA 1XVVE,(AAl6V�U E HA.U2/o3 24% LAYE EU?.A&ETN D¢IYE '-LC- Location Owner's Name MAP aa7 t8 46AINcsToN S EF-T, HW10N,JqjA 021�r Map/Parcel# Address Pfl ILCE L 98 Lot# Telephone# Sc ENCs1NEee1FJ(r 1W(_ Instal is ame Designer's Name a$54 CgAANRE:?AW� Awy,.E -4 A¢.£i1AiU. MA a2s3$ Ad ress Address 90 -ti 50$- I - 0-� -Tilephone Telephone# Type of Building: Lot Size 9,o(6Sq.feet Dwelling—No.of Bedrooms '3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow 35�'q gpd Design flow provided 35b-4 gpd Plan: Date /0 f Z0/04 Number of sheets I Revision Date Title S><PT-,C 1. U&Q_ PE7 Ux_,cso Air a4F t.aKE' IFLATA aE-04 Description of Soil(s) 86F— AT7-INCHED Soil Evaluator Form No. Name of Soil Evaluator �3aApLZY M. BEx7- 0 Date of Evaluation /o/zo/04 DESCRIPTION OF REPAIRS OR ALTERATIONS h srA t-L A,-noN o F A 2 coN(f4r2rk1E/UT _• 2«;oc_AuoN sE-1FT1C TANk VA-4 PuLA3P -0 AN'v-Sou" Ta 'fwo Sao tr,q."VIV I_F'.ACf+/NG Cif 4-114.61E►IEs The undersigned agrees to' stall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fv r a pl stem in operation until a Certificate of Compliance has been issued by the Board of Health. Signed p to / FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 i FOR No. THE COMMONWEALTH OF MASSACHUSETTS FEE —��L--- AT BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission'is hereb granted to Construct ( ) Re air Upgrade '( ) Abandon ( ) an individual sewage disposal system at �� _t�`� �`w as described in the application for Disposal System Construction Permit No.1�r�Y1 ,�,dated Provided: Constr41- t' n alal be completed within three years of the date of this pef ii'.A 14 q) c(A diti must be met. y �Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 i FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON ./ W N 4 liE'CO`F, MONWEA`LTH O MA- BOARDS'S}AC:'FI`CI"SETTS � s QtF +HEALTH lh �oWIU OF RA AAL F (C2AIOT ICLE> APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade (A} Abandon ( ) - �C Complete System ❑Individual Components ' c� MAftrIN PRIC4 9,43 l.AK F E L•rLA EFTA 02_1VE,GQNlbylt.LF_ HAt 02e3 'ate' L.A.KE F02A1 F-Vg DIztVF 4'ART WEBS LLC Location I Owner's Name NAP as l$ WASNkiWG'ToN sTefit. HIL'teN;IHA o2a PARCEL Map/Parcel# Address 38 ;- Lot# Telephone# WC ���1'l�anl�(IJf�yl' installer', am� - Designer's Name a$54 C�ctuRt=ee�c Nu,v „yne � MA m3Fs n Y Ad ress ,,/ Address ,�1Q � 1 IN 50$ y'13 elephone _ ^; c Telephone# Type of Building: Lot Size a ofo5 - Sq.feet Dwelling=No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria Other fixtures Design Flow(min.required) gpd 'Calculated design flow 35b'9 gpd Design flow provided W-1,7 gpd Plan: Date /0120/04 Number of sheets 1 Revision Date' " TitlePV_oP�Fo S£Pf� SYSTEM 1k�cTQADE t,acciEc) A-c a4? LAKE 5LAtAi3E•rN Dw%\/E Description of Soil(s) $F AT1'AC_HED Soil Evaluator Form No. Name of Soil Evaluator amk-6Y M. 19Elt70-0 Date of Evaluation /o/2o/D4 DESCRIPTION OF REPAIRS OR ALTERATIONS /t15rA"p,7toN or A 'L cokfAg 7-M�NT 'Xv=(rAI,LoN SEPTIC TAWV. WN Rul✓lp fio �} b-p>ott" 'ta Two ,;Do (sf}"Vly (,F.ACOIIV& C�fANBE'tas / The undersigned 99rees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furthe gre.,n place the stemn operat in until a Certificate of Compliance has been issued by the Board of Health.ell . .«r Signed a % , /aten in gut,"s T/ ! FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No.��=,� ���- /lq THE COMMONWEALTH OF MASSACHUSETTS FEE DV C! lam eh W BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(X),Upgraded( ),Abandoned( ) by: has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating tto application No. dated Approved Design Flow (gpd) t Installer 3, (J / Designer:� .0_ .70 Inspector r1 Date Theyissuance of this certificate shall notfbe construed as a guarantee that the system will function as designed. 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 MAY-16-2005 09 :02 AM JCENGINEERING 508 273 0367 P. 02 t A Town of Barnstable _ Regulatory Services p Thomas F. Geller,Director Public Health Division Thomas lO dQ$A,Director 200 Main Street,Dyatlnir MA 02601 OEM! s08-862-4644 Pax; S08-190-0304 IoataLlix die Detismor Carol ilann]R'orm Date: DealSner: .�rI G'r,�lTr!l� � Installer: Address: 28 S y Ng-c a VAy Address: _ 4 on ,.,,�,a�ae issued a permit to il�atat]a Grist m septic system at a?� X r C 4Zz, Td P9, .based on a design drawn by (address) _ dated-... y (designer I eerdf� that the septic system referenced above was installed substartfally aaoorc9itlg to the deslgtl, whteb may k0lude minor approved changos such as lateral relocation of the disttibution box and/or septic ui*. I ceV*that &a septic system trZmcnced above was installed wah mayor cherlges (i.e. greater theta 10' lateral Relocation of the SAS or any vertical roloeadon of any component of the septic gvtcml but is accordance with State&Local Regulations. Plea revision or certified as-hualt by dasigner to follow. OF JCHN L. 7MEWS 1gtIBtU3C cMUACMILL ,. A CMl No. �t9C7 CEI�! 'B Httlre) x erTZN TO ZARNSTABLE PtML1r! 1T41k 'TH n1VTA111rq. CERTIMCATR PL Q.Hee]tWE"ttoMWOer Ceed6eatiot►1+ann DATE: > L FEE: atAii9: IMIa RE C. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REOT ST FORM L�?CATION Property Address: 2 UE. E ELk'4At3tETH DF-1VE CwZAIGVILLE h-kA 02(03(� Assessor's Map and Parcel Number: ?II 3 s Size of Lot:_ bto5 SF � Wetlands Within 300 Ft. Yes Business Name: +v No Subdivision Name: APPLICANT'SNA_MF•_��, ENfrINEERING INC, �`� --j � . Did the owner of the roe Phone 5 og• Zl 3 3 7 7 property rty authorize you to represent him or her? Yes X No try; CY) > ez CONTACT PFDen*i `' Name f"/A_T( LAkE Name: �L �1JC.1 NE E �IVF bf?.R1'NE.+ S G I r Address: I$ lAS1111.�(rTb� ST{ZEE'r'M J 1�To N Address: .,�E'S� CRA��13EaRy Hwy, FAA 02-6 Phone: WAttEH/ah� 3$ �I� • �� � 154 9 .1._ . . Phone: �6� ' �-1 O 377 VARiA1yCE Fjt)M REC'i tLATION(List Rog) JVj SON R V iA — AN (May attach if more space needed) -- SEE HTt HEO SET::, HT1AC t�El� NATURE OF WORK House Addition 0 ????? House Renovation Repair of Failed Septic System \Jw'�c�ADr2Y 77- Four e completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. )copies of the completed variance request form copies of engineered plan submitted(e.g.septic system plans) or(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C � 1 i i JC ENGINEERING, Inc. P� Civil & Environmental Engineering . 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377 Fax 508-273-0367 October 20,2004 Thomas A. McKean Town of Barnstable Board of Health Agent 200 Main Street Hyannis,MA 02601 . RE: 248 Lake Elizabeth Drive, Craigville,MA Dear Mr. McKean: Please find enclosed the revised sewerage disposal design drawing entitled "Proposed Septic System Upgrade Located at 248 Lake Elizabeth Drive" dated October 20, for your review and approval.. Due to site-constraints and in accordance to 310 CMR 15.401 — 15.404, the following local upgrade approvals are requested: (1) A 10.0'.variance (10.0.' to 0.0') for the setback from the septic tank to the property line. (2) A 5.6' variance (10.0' to 4.4') for the setback from the septic tank to the .foundation of#246 Elizabeth Drive: Also, we are requesting the following variances from the Town of Barnstable Board of Health Regulations; Part VIH, Section 1.00. (1) A 50.9' variance (100.0' —49.1') for the setback from the septic tank to the wetland. Under maximum feasible compliance, we believe by allowing this waiver, the proposed system will conform to the current septic system standards while the utmost degree of environmental protection will be upheld. We appreciate your time and consideration on this matter. Please contact me if you have any questions or concerns.. Thank you for your assistance on this project. Sincerely, HChu .E., C.S.E. President j LETTER OF TRANSMITTAL JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone:508-273-0377 E.Wareham,MA 02538 Facsimile:508-273-0367 TO: Town of Barnstable DATE: 21-Oct-04 JOB NO. 514 Board of Health RE: Variance Request 201 Main Street for 248 Lake Elizabeth Drive Hyannis,MA 02602 Centerville,MA WE ARE SENDING YOU: X Enclosed _ Under separate cover via X the following: X Report X Prints _Brochures Shop Drawings Specifications _Copy of Letter _Change Order Contract Documents Please find enclosed a soil suitability report four complete variance packages each including a variance request form,a variance letter,a proposed septic upgrade plan a floor plan and a signed authorization letter. Also enclosed find a check for$85 for the variance request fee. THESE ARE TRANSMITTED as checked below: X For Approval _Resubmit Copies for Approval For Your Use _Approved as Noted Copies for Distribution As Requested _Returned Approved as Submitted Returned —For Review and Comment For Your Information REMARKS COPY TO: File SIGNED: C/ ` Matthew Pike I C FIREPLACE LIVING ROOM 17.3' C KITCHEN o BED r- -k-8.7' C C BED BATH b 7' ENCLOSED PORCH 17.3' v DECK 16.0' SCALE: 1'' = 10' Floor Plan of 248 Lake Elizabeth Drive, JC Engineering, Inc. Craigville, MA 02636 2854 Cranberry Highway E. Wareham, MA 02538 October 20, 2004 (508)273-0377 Prepared for Martin Price iu-i"OK ua:aa �r:omrn�,n,►;n,-Ztl � 61'T=854=1025 N04 'P.002/002 F402 , Martin A,Price 248 Lake Elizabeth Drive Panniers,LLC 1.8 Washington Street Milton,Ma 02186 October 11,2004 Hoard of Health. Town of Barnstable 200 Main SOW. Hyatu►a MA.02601 RE: Declaration of.Authorization Dear Members of the Board, Lot it be known that 4 Martin A.Price,24 8 Labe .Elizabeth Drive Partners,LLC,4o heroby outha426 JC ft&eering,Inc of East Walydh=to repramt ray interests rogatding the upgrade of the sewage span,WtOn located at 248 Lake Elizabeth Dnv6 in mtetinga both public and privata': Sincerely, Martin A.Price 249 Lake Elizabeth Drive PomGre,.LLC MAP\mIp i0 'd L920 2'LZ *or. 9NI21��NI�M�OC Wd 9S: be �e9Z-T i-��t1 r' JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 >., Ph. 508-273-0377_Fax 508-273-0367 October 20,2004 Thomas A. McKean Town of Barnstable Board of Health Agent 200 Main Street Hyannis,MA _0260112 2 RE: 248 Lake Elizabeth Drive, Craigville, MA �7 � r / 1 Dear Mr. McKean: � v �� LJ Please find enclosed the revised sewerage disposal design drawing entitled "Proposed Septic System Upgrade Located at 248 Lake Elizabeth Drive dated October 20, for your review and approval. Due to site constraints and in accordance to 310 CMR 15.401 — 15.404, the following local upgrade approvals are requested: (1) A 10.0' variance (10.0' to 0.0') for the setback from the septic tank to the property fine. (2) A 5.6' variance (10.0' to 4.4') for the setback from the septic tank to the .foundation of#246 Elizabeth Driver Also, we are requesting the following variances from the Town of Barnstable Board of Health Regulations; Part VIH, Section 1.00. (1) A 50.9' variance (100.0' —49.1')for the setback from the septic tank to the wetland. Under maximum feasible compliance, we believe by allowing this waiver, the proposed system will conform to the current septic system standards while the utmost degree of environmental protection will be upheld. We appreciate your time and consideration on this matter. Please contact me if you have any questions or concerns. Thank you for your assistance on this project. Sincerely, Hv' Chu .E., C.S.E. President DATE: Z FEE: uuae s63y: REC. BY Town of Barnstable 3CHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-190-6304 Susan G.Rask R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM IDEAUDN Property Address: ��}� arE Et_l2Aa�H DR►V E C�,+�IGViI_LE titA o2ta3� Assessor's Map and Parcel Number: I 3 s Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICA_N'r'SNAMM[E: �( ENfs1NEERING 11JC. ti, Did the owner oft he roe Phone 5p$. 13 .1C,3 7 property rty authorize you to represent him or her? Yes X No PROPERTY r_.. r - Name Name: G Address: I$ VUASNI1.6--M f --I!l1 t~'TO N RA O21$(c. Address:,.-A$rS,q Gam ' �y Heavy E- WAtZEHA n Phone: — (52 �� I5 4 ►�. A �253$ �t, Phone: 7i O r? VARIANCE FRnM Dur r n . 8) F SON FOR V F List Re . (May attach if more space needed) SEE "M HED SEF_ Ht1ALt}E1� NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System Vowhtt/'2y U Pia-Ap[� Cke� (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settin s de 1 g \ collik\Local Settings\Temporary Internet. Fi1es\0LK3\VARIREQ.D0C r 3 C FIREPLACE LIVING ROOM 17.3' C KITCHEN a BED .7' C C BED BATH b -T-8.3' .7' [— ENCLOSED PORCH 17.3' DECK 16.0' SCALE: 1" = 10' Floor Plan of 248 Lake Elizabeth Drive, JC Engineering, Inc. Craigville, MA 02636 2854 Cranberry Highway E. Wareham, MA 02538 October 20, 2004 (508)273-0377 Prepared for Martin Price iu-I-I-CUK ,U%1:4,4 -MVI M,n,; ;A,-zd: v 864=1026 F-804` 'P.002/002 F=592 6}T Marks n A.Price 248 Lake Elizabeth Drive Partners,LLC t8 Washington Shut Milton,Ma 02186 October 11,2004 Hoard of Hmalth- Town'of Barnstable 200 Main Street Hyunis,MA 62601 RE..; Declaration of Authorization Doer Members of the Board; Let it be known that Y,Martin A.Price,248 Laic Elizabeth Drive Partners.,LLC,do heroby auhoclxeC Hpgiz�eering,Inc of East Wateliam to represent my interests r ading ttu upgrade of the swage disposal system Iduded'at 248 Lake.Elizabeth Drive imrt ecdAgs both public and private. Sincerely, Mattin A.Price 248 Lake Elizabeth Drive Pssarcra,LLC MAP\mlp Zo*4 1g5.O gl.z *0C �NI21��NT�N�Ol' Wd 9f:b0 400Z,T,T-lit? Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 6, 2004 Mr. John L. Churchill, Jr., P.E. JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE� 24 a Eliabet� ®�iu�; Cent�e "rr le �' 227 ® 8 Dear Mr. Churchill, You are granted conditional variances on behalf of your client, Martin A. Price, to construct a replacement sewage disposal system at 248 Lake Elizabeth Drive, Centerville, Massachusetts. The variances granted are as follows: PART VIII, SECTION 1.00: The septic tank will be located 50.9 feet away from a wetland, in lieu of the one-hundred feet minimum separation distance required. 310 CMR 15.211: To install a septic tank at the property line, in lieu of the ten feet minimum setback required. 310 CMR 15.211: To install a septic tank 5.6 feet away from the neighbor's cellar wall foundation (located at 246 Lake Elizabeth Drive), in lieu of the ten feet minimum setback required. These variances are granted with the following conditions: (1) The engineering plans shall be revised to show a two bedroom design. No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the Q:WP/ChurchillPrice recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall obtain a permanent easement from the owner(s) of 251 Lake Elizabeth Drive, in order to place the soil absorption system onto the area depicted on the submitted plan. The easement shall be recorded at the Barnstable County Registry of Deeds. (4) The septic system shall be installed in substantial compliance with the revised engineered plans. (5) The professional engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board.of Health that the system was installed in substantial compliance with the revised engineered plans. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to its close proximity to the wetlands and very small size of the parcel. Since r ly yours, ayne iller, M.D. Chairman Q:WP/ChurchillPrice fl Town ®f Barnstable P# Department of Regulatory Services e Public Health Division Date u nnntasTABIA. i63¢ ,e 200 Main Street,Hyannis MA 02601 �prEO MPS� p U Time/U ✓ Fee Pd.-IL Date Scheduled Slit Suitability Assessment fO ° SeW99e' iSP gal {� Witnessed By: Ur �C M. &�o I U Performed By: LOCATION & GE 1tAL NFORMATION Location Address �/ji I l�.[�1�� Owner's Name Gq �/l 7, A�7Nt1 l v Ir 1 Yi Address Assessor's Map/Parcel: Engineer's Name T(. Eny+n�Cr+n�1+ tnC. NEW CONSTRUCTION REPAIR X Telephone# 5od'_a73 037 7 i Land Use ReSl�fh�,ul Slopes(%) Surface Stones /VUN Distances from: Open Water Body 7/D 0 ft Possible Wet Area 100 ft Drinking Water Well N A ft > 0 ft Drainage Way > N O ft Property line aZ ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) rx" + lgzys Depth to Bedrock l a t)q PJ 6 S Parent material(geologic) Ov-t J4S� > Depth to Groundwater: Standing Water in Hole: .N P N f Weeping from Pit Face Estimated Seasonal High Groundwater DETERMI. TATION FOR SEASONAL HIGH WATER TABLE Method Used: ! In. Depth to sa11 MUttI= tn. Depth Observed standing in obs.hole: _1n Groundwah r Adjustments Depth to weeping from side of obs.hole: Adj.Groundwater Level Index Well# Reading Date: Index Well level Adj.faclor.,,�� PERCOLATION TESL I°wme to d0 Art Observation Time at 9" -.------ Hole# Timeat 6" ._..,.-----�-... .-----^---- Depth of Perc - 'Time(9"-6") - — --- Start Pre-Soak"lime @ - - Wa End Pre-soak < a Rate MinAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back------= ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q.\SEPTICWERCFORM.DOC i DEEP OBSERVATION HOLE LOG Hole# IZ Depth from . Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Stru tune,Stones,Boulders. Con tstenc %Gravel 0-1 o 3 Z ib-36 L.S, IOfR S 36- Sq C F M f4AID 2,tl 51V � Logs( rave( q- 1 I�D C a i✓M SOJO z-S`Y 6/3 fast DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Strucure,Stones,Boulders. Con i tent %Gravel I I DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color 'Soil Other Surface(in.) (USDA) (Munsell) Mottling (Snuct Stones,Boulders. onsis�-n ve i I Flood Insurance Rate May: Above 500 year flood boundary No— Yes , Within NO year boundary No X Yes Within 100 year flood boundary No Yes_ .... Depth of Naturally Occurring Pervious Material Does at least four-feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ Y � i If not,.what is the depth of naturally occurring pervious materials Certification I certify that on 7121163 (date)I have passed the soil evaluator examination.approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:VSEPTIGIPERCFORM.DOC LETTER OF TRANSMITTAL JC Engineering Inc. Civil&Environmental Services ti 2854 Cranberry Highway Ope Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 TO: Town of Barnstable DATE: 9-Dec-04 JOB NO. 514 Board of Health RE: 248 Lake Elizabeth Drive 200 Main Street Crai ville,MA 02636 Hyannis,MA 02601 WE ARE SENDING YOU: X Enclosed _ Under separate cover via X the following: Report 4 Prints _Brochures Shop Drawings Specifications _Copy of Letter _Change Order Contract Documents Enclosed please find a copy of the recorded Deed restriction and a copy of the Easement Plan for 248 Lake Elizabeth Drive. If you have any questions,please call. THESE ARE TRANSMITTED as checked below: For Approval _Resubmit Copies for Approval X For Your Use _Approved as Noted Copies for Distribution As Requested _Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS COPY TO: File SIGNED: L Melissa Borges Palo€ 19325 PS JL60 ':9 4 740 DEED RESTRICTION WHEREAS,Martin A. Price,The 248 Lake Elizabeth"Dr Prtn, LLC,of 18 Washington Street, Milton,Massachusetts is the owner of the land together with the buildings and improvements thereon situated at 248 Lake Elizabeth Drive,Barnstable and-more particularly described in Deed Book 12759,Page 13 recorded with the Barnstable County Registry of Deeds, also being Lot 204 in Plan Book 24, Page 1; WHEREAS,I(We) as owner(s)of said Lot 204 have agreed with the Town of Barnstable Board of Health to a restriction on the number of bedrooms that can be included in any home now existing or hereafter constructed on said lot as a pre-condition to obtaining a Certificate of Compliance for the on-site septic system repair/replacement/installation on said lot pursuant to State Environmental Code,Title V, 310 CMR 15,000 et.seq.; and WHEREAS,the Town of Barnstable Board of Health as a pre-condition to granting the Certificate of Compliance is requiring that the agreement to restrict the number of bedrooms in any home now existing or hereafter constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW,THEREFORE, I(we)do hereby place the following restriction on the above referenced parcel in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. Any home now existing or hereafter constructed on the above-referenced Lot 204 shall contain no more than TWO(2)bedrooms. Iagre e that this shall be apermanent ded _ e restriction.affecting the above referenced Lot 204 also known as 248 Lake Elizabeth Drive,Barnstable,Massachusetts, as shown on a plan recorded in Plan Book 24,Page 1. This restriction may be released by the Town of Barnstable Board of Health should regulations change or sewer become available. For my title see deed of Martin A. Price and Carol A Price recorded in the Barnstable County Registry of Deeds Book 3658,Page 60. Executed as a sealed instrument this_�th day of Dry ,2004 Ora r+K �fdW d .$�;o ,Won r.i� �: C i � ttlfR the utWetS�nec n jM�''L 0, Signature ptoiaea to fIN t 7i cioiai W10 weft._.,. Dt�, 1AAt Cd VVI M fI81�e eiG�G T i'�1Q�1wMOG Commonwealth of Massachusetts 3 � aold+owleage0 to .� �. R.,. :. 7 .;....: L � ©4---SS. Date: Then personally appeared the above—named i and acknowledged the 00 . foregoing instrument to be his free act and deed before me. tn HNDA 7AYLOA U N W R Notary Pubflc Cornmonweaft,of Massac,usem My CommissionjcpUes �-- aA4,. ,Notary Public My Commission expires: Apr1111. 1 t,2008 BARNSSABLE REGiS B00K5gq_PAcE_9l- ; I ecndy mat Me prnpeny boos shown on iks plan arc /R7YOBt/.C��, ♦• 7�� - the Inns divrdng ewsting owtwstws.and the Mos of Lw` PI Mh 00 2l P �4 4 p cheats and ways shkwa am mrua of and or wrvale for c or ways c.W. ow-e--*pstubb~and Mar rro �• ' e•• °i�Tf.9LE f:0Uti "ysar .,h dFusion ofenshng ownershp of/armw _ ways am shrnv!. '�- i �.�Y • •' • I"vW that M's Plan has been pmpared n omkmidy with the a odes and regu of" wm.vs rsters of Occds ',_ ;` ,f ' ��,3( •�h`;7: MAP 227 / :•!��/'_ ��: PARCEL 9 _ NIF 1 '_: v 1 ` f 0 -Q • CNRISTMW CAMP �,�`! r! t • t MEETING ASSOC .r ♦ �` ` ,,i. -�i ) • •• 74(\ e , VP ��/ a� /JH�LDD . FOR LINE) PROFESSIONALND LA SURVEYOR DATE EXISTING PERMANENT MAP 227 SEPTIC SYSTEM UT LOCUS PLAN TABERNACLF L EXCLUSIVE F 7JJ7��� PARCEL 37 /�♦ 248 LAKE ELIZABE DRIVE O NO SCALE.1'=1000' �Q 3 2.409 S F / MICHAEL J LYONS '4'1'/ �`�i• ♦! CB-0N DEED BK 10126.PG 32 PERMANEM � ♦ .1' ti I /SEPTIC SYSTEM EASEt�FI'TC EXCLUSIVE�FpOggD 4} a tLL ' 246 LAKE ELIZABETXDRIVE - 2.593 ST l ♦ ) EXISTING 'aa r`SS�• ti; DWELLING J/'Y�� ♦ � '� 'fiery �� � �ys�♦� J 1 V0, /yam h` IRON PIPE v` l EXISTING., �g`� h♦ ~ �� MAP 227 9 DWELLING PARCEL 38 a . �QP 2.06SS.F2 4 -OH(FIND) / / / MAP 227 PARCEL 40 MAP 227 MAP 227 DETAIL-A / / NIF _ \ PARCEL 39 PARCEL 38 N T S E N R5� 2.227 S F 3 NIF CAROL � CHRISTIAN CAMP DEED SK 6925.PG 37.4 MEETING ASSOC GRAPHIC SCALE C84DH ,(SEE DETAIL-A) » • m m a m I IN 1 inch - 20 ft OWNERS PARCEL RECORD: EL 38 PLAN OF LAND SHOWING 18�IELIZABETH RFFT EASEMENT TO BE CREATED DEEDBBKM2 59.PG.13 FOR REGISTRY USE ONLY AT PARCEL39 #251 LAKE ELIZABETH DRIVE 92 CHURCH STRREETJR NORTHBORO.MA 01532 v— IN CRAIGVILLE, MA DEEDBK 8.5%.PG 95 PREPARED FOR PARCEL9 CHRISTIAN CAMP MEETING ASSOCIATION CHRISTIAN CAMP MEETING ASSOC. 251 LAKE ELIZABETH DRIVE PREPARED BY' CRAIGVILLE.MA 02636 JC ENGINEERING,INC. P_I_A_N_REFERENCES. 2854 CRANBERRY HIGHWAY PLAN BOOK 24, PACE 1 PLAN BOO 112,PAGE 53 EAST WAREHAM,MA 02538 PLAN Bowe 131.PAGE 145 SCALE: 1"=20' JULY 21,2004 PI AN BOOK 147,PAGE 131 II PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS= 18.9� - 20.0' GENERAL NOTES FINISHED FLOOR RISER WITH CONCRETE COVER TO WITHIN 11 .77' 6"OF FINISH GRADE ON INLET AND OUTLET REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ELEV.= FINISH GRADE OVER D-BOX= 18.901 r 4"SCHEDULE 40 PVC M;N SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE @ FND. EL.= VARIES FINISH GRADE OVER TANK EL.= 12.2' 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 7 - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20" MIN.ACCESS COVER PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. (TYPICAL FOR 3) 36"MAX. 36 MAX. TOP OF SAS = 17.83' TO 6"OF FINISHED GRADE 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2"PVC IN FROM I 4" PVC OUT TO 17.00f 36"MAX. BREAKOUT EL = 17.50' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PUMP CHAMBER + LEACHING FACILITY 4"SCHEDULE 40 PVC - 2"SCH.40 ---- - - - 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS SLOPE z%min 3" DROP MAX.DROP MIN. TO D-BOX _..� _____.___�____�__.__ THAN ELEVATION = 17.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. i ALARM ON 9.70' O 000 O ao 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 1 . 10.20 48" INV� - UMP ON O oo 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0 62' LIQUID 9.95 o0 0 0 0 0 0 0 7. LEVEL " o LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING 4.4' I OFF 17.32� 6 17.15' 2' CD00 p oo WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. ALL RISERS SHALL BE 00 00 0o IN PLACE PRIOR TO INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST - - - r 00 6 0 oo OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. OUTLET 6"CRUSHED STONE ! o L TEE INLET TEE OVER MECHANICALLY o o - 0 8. ELEVATIONS BASED ON ASSUMED DATUM OF 11.66' N.G.V.D. BAFFLE COMPACTED BASE 4' 8 5' 4' 4' FROM TOP OF MAG NAIL AS SHOWN ON PLAN. g'!GAS BAFFLE 6" CRUSHED STONE 4.9' 4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX 25.0' (TYP•) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= 6.36� A 12.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY BASE. FIRST TWO FEET OF OUTLET 15.00 DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 12' WIDTH DEPTH 6_ PIPES TO BE LAID LEVEL. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS STRUCTURES SHALL BE MADE WATERTIGHT. COMBINATION 1500 GALLON SEPTIC TANK/ 5'Mw. CHAMBER END VIEW TYPICAL CHAMBER PROFILE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONI500 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL SUCH D REGULATIONS.DETERMINATION FROM APPROPRIATE RIATEANT TO OBTAIN CHAMBER B E IR DETAILS SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NOT TO SCALE NOT TO SCALE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH - TEST PIT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. NOTES: • `�- '" , 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND (1.)THE SEPTIC SYSTEM DESIGN PLAN FOR 246 LAKE INSPECTOR: Dave Stanton FINES. ELIZABETH ROAD IS NOT PART OF THIS PERMIT, BUT •» SOIL EVALUATOR: Bradley M. Bertolo WILL BE FILED UNDER SEPARATE PERMITS '� • • DATE: October 20, 2004 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND (2.)AT TIME OF SURVEY, STANDING GROUNDWATER UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES WAS FOUND AT EL. 6.36' l� • * • • ,� TEST PIT#ELEV TOP : 202.00' OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN cr + '' M • = (3.) EASEMENT SHOWN ON PLAN ENTITLED"PLAN OF _ �i., i • COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN MAP 227 LAND SHOWING EASEMENT TO BE CREATED" : ,_� • ELEV WATER= < 10.00' ACCORDANCE WITH 310 CMR 15.255(3). LOCATED AT#251 LAKE ELIZABETH DRIVE, TO BE • , • ll PERC RATE _ <2 MIN/IN 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PARCEL 9 RECORDED AT THE BARNSTABLE COUNTY Q • +IN + DEPTH OF PERC= 40"-58" FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. N/F REGISTRY OF DEEDS � »� TEXTURAL CLASS: 1 CHRISTIAN CAMP MEETING 16. PROPOSED PROJECT IS LOCATED WITHIN: +� _ ASSOC. • ,� t • . `� ASSESSORS MAP# 227 PARCEL# 38 20.00' PERMANENT SEPTIC SYSTEM L a `• + • + Loamy Sand FEMA FLOOD ZONE C EASEMENT EXCLUSIVE FOR �';�,"• ''+ ( A 10YR 3/2 'O 248 LAKE ELIZABETH DRIVE 2,409 S.F.± • AS SHOWN ON COMMUNITY PANEL# 25001 0008 D v ''` # ' •!r. 10" 19.1T 17. OWNER OF RECORD: MARTIN A. PRICE (SEE NOTE 3) ••,•• Cril /ram • + • + Loamy Sand ADDRESS: 248 LAKE ELIZABETH DR. PARTNERS, LLC 40 MIL. GEOMEMBRANE i �• �•" , 'a �} ••�k r� a• • to B 10YR 5/6 18 WASHINGTON STREET LINER TOP AT EL. 17' • ~ + • • " •r .• • •� �� 36" 17.00' MILTON, MA 02186 aC • • F-M Sand 18. PLAN REFERENCES: Pere. 40"-T-Q1 15.Gravel5//416.67' 1. PLAN BOOK 2. PLAN BOOK 131 PAGEE 145 �- �,.� -._ 6 1p ! 558" .art 15.17' 2-500 GALLON 3. PLAN BOOK 155, PAGE 151 P� "1 11 4. PLAN BOOK 326, PAGE 73 LEACHING CHAMBERS / 2TP 2 �'� �� / ,�1���� / �� per, ` `+ x '`� „', p � 4 ' 5. PLAN BOOK 118, PAGE 3 " cX •/ / / ) F-M n 6. PLAN BOOK 321, PAGE 47 • Sad 7. LAND COURT PLAN 14379-A DISTRIBUTION BOX � `y / / ( �(/ � B.M. 1 #21511 / SO• ( w / \ D40 � Top Ma Nail l r..� C-2 2.5Y 6/3 / 7 mob` g �� 19. DEED REFERENCE: 9• '� Elev. = 11.66' I EXISTING / l `1ry�° � �� .,. _ .j \ ���P N.G.V.D. - _.----- � ----- ,-" -_- �- -- - ---- - " (1)DEED BOOK 3658, PAGE 60 TABERNACLE i ' °tL }.. �/ / L� 20. IN ACCORDANCE TO 310 CMR 15.401 - 15.404, THE FOLLOWING LOCAL UPGRADE 9 �o3ebo, J Q- LOCUS PLAN APPROVALS ARE REQUESTED: / � (1)A 10.0'VARIANCE (10.0'-0.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE MAP 227 SCALE: 1"= 1000' No Groundwater PROPERTY LINE. PARCEL 37 120 Encountered 10.00' ` (2)A 5.6'VARIANCE (124'-4K') ELIZABETH RIAN R THE SETBACK FROM THE SEPTIC TANK TO THE 8• �' N/F LYONS INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE FOUNDATION OF# 8 LAKE ETH DRIVE. CB-DH WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX 21• THE FOLLOWING LOCAL VARIANCES ARE REQUESTED: (FND/HELD) EXISTING WATERLINE CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER (1)A 50.9'VARIANCE (100.0'-49.1') FOR THE SETBACK FROM THE SEPTIC TANK TO THE 2-COMPARTMENT 2000 GALLON INSTRUMENTS. WETLAND. / 14" 3= i � As =y / ' ' ( o TIC TANK WITH PUMP 8"0 � �, H-20 SEPTIC"- 4, 1 / NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL -EXIST 4146 C;C'SD6 i- iUL 1 U bt " �1: .{s LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8 DIA./ 1,760 LB. STRENGTH °i `� 7" �" PUMPED AND FILLED WITH CLEAI.' " _. � CONNECTORS SUPPORTED BY 1-1/4 PVC CONDUIT, 5" , '' tea. / �'0� T % �� �38�on ' PARSE SAND " LEGEND 5° l JOINTS TO BE MADE WATERTIGHT 2 BALL VALVE w/UNIONS SCH. 80 PVC / 100" GEORGE FISHER CO. MODEL NO. 560 5'� / �0// /7/ A�' .x, #248 ire _ 101x7 EXISTING SPOT GRADE i° 3" 2"SCH. 40 TO D-BOX _ _ EXISTING CONTOURS EXISTING- =- "SCH.40 TEE w/CLEAN-OUT CAP \ / 5" / / / /� DWELLING j 0 FLOOR EL / io T- ALARM ON 102 PROPOSED CONTOURS � PROPOSED SPOT GRADE UMP ON IRON PIPE O DECK o 102 8•• __ F ryryo (FND/HELD) ( PUMP N 2" BALL CHECK VALVE SCH. 80 PVC 100 / ��� o P.S.I. FLOWMATIC MODEL No. 208S _ EXISTING OVERHEAD UTILITIES LAMP POST s; */&%F" 4011r, i #246� tiJ ' EXISTING MAP 227IDE ANGLE CONTROL FLOATS U' 1/4"W 1 3" i R�% 6 / Q- ��' = 2 W EEP HOLE IN DISCHARGE PIPE �` DWELLING O o EXISTING WATERLINE J _ /' PARCEL 38 (BARNES 073618) TEST PIT LOCATION / MI 8 � � 9 V2" SCH.40 PVC DISCHARGE PIPE 2,065 S.F± 1: PUMP ON/OFF 120 ACTIVATION ' /" �" . C� 2: ALARM ACTIVATION BARNES SE411 PUMP .4 H.P. 115 V 2" ����'` ( ��"' 'gyp O� / O O O PROPOSED 2000 GAL. H-20 SEPTIC TANK WITH PUMP =a DISCHARGE PASSING 1-1/2"SOLIDS OR *4 MAP o MAP 227 EQUAL 4"SOLID SCHEDULE 40 PVC PIPE WX p- / ISTINGCESSPOOLTO PARCEL36COMBINATION 1500 GALLON SEPTIC TANK/ s" /l / wl BE PUMPED AND N!F DISTRIBUTION BOX 4/ / // REMOVED, SPOILED i MAP 227 MAP 227 CHRISTI/AN CAMP 500 GALLON PUMP CHAMBER ❑ 6• / /, SOILS TO BE REMOVED PARCEL 39 - -- AND REPLACED WITH MEETING ASSOC. 0 500 GAL. LEACHING CHAMBER PARCEL 40 2,227 S.F.± CLEAN COARSE SAND N/F RYAN DESIGN DATA �o / H� NUMBER OF BEDROOMS 3 DESIGN FLOW 330 GAUBED. BUOYANCY CALCULATIONS _REV. DATE BY APP'D_D. DESCRIPTION TOTAL DESIGN FLOW 330 GAUDAY SEPTIC/PUMP CHAMBER: PROPOSED SEPTIC SYSTEM UPGRADE SEPTIC TANK PREPARED FOR: HIGH GROUNDWATER EL.=6.36' BOTTOM OF PUMP CHAMBER EL. =5.45' DESIGN FLOW X 200 % = 660 GALLON SEPTIC TANK WATER DISPLACED=(6.36'-5.45')x 6.5 x 12.0 =70.98 C.F. MARTIN A. PRICE WEIGHT OF DISPLACED WATER=70.95 C.F.X 62.4 LB/C.F. =4,429 LBs. 248 LAKE ELIZABETH DRIVE PARTNERS, LLC USE 1500 GALLON SEPTIC TANK(MINIMUM PER TITLE V) WEIGHT OF H-20 2000 GAL. SEPTIC/PUMP CHAMBER=22,000 LBS. LOCATED AT SOIL COVER= (12.2'- 11.45')x 6.5 x 12.0 =58.50 C.F. INSTALL 2- 500 GAL. CHAMBERS WEIGHT 29,020 LBS. 4,429 ,4 2OIL BLBSE CHAMBER=(ACCEPTABLE) 50 C.F.X 120 LB/C.F. =7,020 LBs. 248 LAKE ELIZABETH DRIVE SIDEWALL CAPACITY DOSING & STORAGE REQUIREMENTS CRAIGVILLE, MA 02636 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25.0'+ 12.9')(2 ) (2' ) ( .74 GPD/S.F.) = 112.2 GAUDAY DESIGN FLOW: 330 GPD --- - DOSING REQUIRED: 4 CYCLES /DAY SCALE: 1 INCH = 20 FT. DATE: OCTOBER 20, 2004 BOTTOM CAPACITY 0 10 20 40 80 FEET (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY 330 GPD/4 =82.5 GAUCYCLE (FM (25.0'x 12.9') (.74 GPD/S.F.) = 238.7 GAUDAY jow PREPARED BY: DISTANCE REQUIRED BETWEEN PUMP CHURL;Hi�� =,�; JC ENGINEERING INC. - - - - - ----_ - TOTALS: 2 ON AND PUMP OFF FLOATS: v �a ';n�, 2854 CRANBERRY HIGHWAY TOTAL NUMBER OF CHAMBERS 82.5 GAUCYCLE - 125 GAUFT = 0.66 FT/CYCLE SITE PLAN TOTAL LEACHING AREA 474.2 SQ.FT. (USE 0.80'TO PROVIDE FOR BACKFLOW) R EAST WAREHAM, MA 02538 TOTAL LEACHING CAPACITY 350.9 GAL./DAY STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. `� d 508-273-0377 SCALE: 1"=20' STORAGE PROVIDED ABOVE WORKING LEVEL: 338 GAL. f lvl�f Drawn By: BMB Designed By: BMB Checked By:JLC j Job No.:514 i 1 PROVIDE PRECAST CONCRETE EXTENSION 5 DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 18.9 - 20.0 GENERAL NOTES FINISHED FLOOR RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ELEV= 1 1 .77' 6"OF FINISH GRADE ON INLET AND OUTLET 18.90' 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE OVER D-BOX= ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE @ FND. EL.= VARIES FINISH GRADE OVER TANK EL.= 12.2' 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE - -_------ --___- _ ----- --_ - ---- - ------ - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20"MIN.ACCESS COVER TOP OF SAS- 17.83' PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. 36"MAX. 9" MIN. TO 6"OF FINISHED GRADE 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36 MAX. 2" PVC IN FROM 4" PVC OUT TO 17.00' 36"MAX. BREA BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. = PUMP CHAMBER LEACHING FACILITY KOUT EL 17.50 2'SCH.40 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS - ------_ - 4'SCHEDULE 40 PVC 2" DROP MIN. THAN ELEVATION = 17.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. SLOPE 2%min 3"DROP MAX. TO D-BOX -------- o 0 0 �o 0 ON 9.70' 0 o unR►w 0 0 0 0 o00 O C� 5. SLOPE ALL SOLID PIPE AT 1.0 MINIMUM. 10.20 48I INV. - <� o b 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 0 0 0 0 0 0 0 0 10.62' LIQUID 9•95' UI�P ON o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING LEVEL PUMP 17.32' I6' 17.15' 2• oo o0 0 oo WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. ALL RISERS SHALL BE 4.4' _--- - - - oo C%D oo IN PLACE PRIOR TO INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST 0 0 0o OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. OUTLET 6' CRUSHED STONE � o0 0 0 0 0 0 0 0 0 0 0 _ o � � 0 0 o INLET TEE OVER MECHANICALLY BAFFLE COMPACTED BASE 4' 4' 8. ELEVATIONS BASED ON ASSUMED DATUM OF 11.66,N.G.V.D. TEE 8.5• 4' FROM TOP OF MAG NAIL AS SHOWN ON PLAN. GAS BAFFLE 6' CRUSHED STONE 25 0' 4.9' 4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX (NP.) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE _ COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= 6.36' 12.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY BASE. FIRST TWO FEET OF OUTLET 15.00 DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 12 WIDTH 6'-6" DEPTH 6' PIPES TO BE LAID LEVEL. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE -- TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION VIEW 2 - 500 GAL. CHAMBERS 5' MIN. CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. COMBINATION 1500 GALLON SEPTIC TAN K/ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR TYPICAL CHAMBER PROFILE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN 500 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL CHAMBER DETAILS SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS NOT TO SCALE NOT TO SCALE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH ♦! �����'" • • TEST C�'I P I 1 DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. NOTES: • ,w * T R: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND (1.)THE SEPTIC SYSTEM DESIGN PLAN FOR 246 LAKE � INSPECTOR: Dave Stanton FINES. ELIZABETH ROAD IS NOT PART OF THIS PERMIT, BUT SOIL EVALUATOR: Bradley M. Bertolo WILL BE FILED UNDER SEPARATE PERMITS October 20, 2004 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND (2.)AT TIME OF SURVEY, STANDING GROUNDWATER DATE: UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES WAS FOUND AT EL. 6.36' TEST PIT#: 2 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN r ELEV TOP= 20.00' COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN (3.) EASEMENT SHOWN ON PLAN ENTITLED"PLAN OF ELEV WATER= < 10.00' ACCORDANCE WITH 310 CMR 15.255(3). LAND SHOWING EASEMENT TO BE CREATED" • � MAP 227 LOCATED AT#251 LAKE ELIZABETH DRIVE, TO BE PERC RATE _ <2 MIN/IN 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PARCEL 9 RECORDED AT THE BARNSTABLE COUNTY - � DEPTH OF PERC = 40"-58" FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. N/F / REGISTRY OF DEEDS °' TEXTURAL CLASS: 1 CHRISTIAN CAMP MEETING � I "'' • , ,.�: 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSOC. � � + .,,�. 0 _`" „�„ ASSESSORS MAP# 227 PARCEL# 38 , 0" 20.00' PERMANENT SEPTIC SYSTEM +► • A Loamy Sand FEMA FLOOD ZONE C ''�` / 5 �( • ' ! + • 10YR 3/2 AS SHOWN ON COMMUNITY PANEL# 25001 0008 D EASEMENT EXCLUSIVE FOR 248 LAKE ELIZABETH DRIVE 2,409 S.F.t /U l/ - � (SEE NOTE 3) �' ,- V Q� .�u. �`.. .��� , • 17. OWNER OF RECORD: 248 RLAKE ELIZABETH DR. PARTNERS, LLC ADDRESS: •-�1/^ •.� � g Loamy Sand 40 MIL. GEOMEMBRANE i �X % ••• ' ' '' •• �� • 10YR 5/6 18 WASHINGTON STREET G' 7_ ' ' 'I� • Ir •• i• • • • uw a MILTON, MA 02186 °j LINER TOP AT EL. 17' / • .� .• M 38" 17.00' / � o ;, •• � F-M Sand 18. PLAN REFERENCES: / 2.5Y 5/4 1. PLAN BOOK 131, PAGE 145 C-1 T W b II Perc. 40 16.67' � / / / �(j •.••� �.• • _ 15% Gravel 2. PLAN BOOK 24, PAGE 1 � 56" 15.33' � � �l � 3. PLAN BOOK 155, PAGE 151 \� * .; ( ' 58" 15.1 T 4. PLAN BOOK 326, PAGE 73 2 500 GALLON / / / / / F Q LEACHING CHAMBERS �' ��� / o rt` 5. PLAN BOOK 118, PAGE 3 6. PLAN BOOK 321, PAGE 47 (/ 20 00 J'� �' N // ` : % / / �� ���� ! h "_,';:�:; ; • F-M Sand 7. LAND COURT PLAN 14379-A DiS T Ri3UTION BOX / / 1 / ( B.M. _ _ ­5Y 6/3 `,�q' a ^� � / Top Mag Nail 19• DEED REFERENCE: #251 i / �' .,v P Elev. = 11.66' (1)DEED BOOK 3658, PAGE 60 ':: ! EXISTING / I /�`� o ._,- / \ <C/ IN.G.V.D. 20. IN ACCORDANCE TO 310 CMR 15.401 - 15.404, THE FOLLOWING LOCAL UPGRADE TABERNACLE I R" Q/ / tip° \ � / LOCUS PLAN APPROVALS ARE REQUESTED: 06, (1)A 10.0'VARIANCE (10.0'-0.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE 0', / MAP 227 SCALE: 1" = 1000' No Groundwater PROPERTY LINE. 120 Encountered 10.00' (2)A 5.6'VARIANCE (10.0'-4.4') FOR THE SETBACK FROM THE SEPTIC TANK TO THE PARCEL 37 - --------- -- ----- - -- --- ---------- - - -- -- --------- --- - FOUNDATION OF#248 LAKE ELIZABETH DRIVE. N/F LYONS INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE CB-DH WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX 21. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED: (FND/HELD) --EXIS I ING WATERI INE CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER (1)A 50.9'VARIANCE (100.0'-49.1') FOR THE SETBACK FROM THE SEPTIC TANK TO THE 2-COMPARTMENT 2000 GALLON INSTRUMENTS. WETLAND. 14 �' o H-20 SEPTIC TANK WITH PUMP HOISTING CABLE 7 x 19 STAINLESS STEEL 1 // ,=s �/, f ti8•. . Z� NEMA 4 JUNCTION BOX CORROSION RESISTANT& 1/g• DIA./ 1,760 LB. STRENGTH w LIQUID-TIGHT CABLE CONNECTORS SUPPORTED ----- ---- ------------ �i` CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, �- �� � , LEGEND 3`a \ v/ / ti n 8. / 6, o / sp�W�t . JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/ UNIONS SCH. 80 PVC io• f / /, �_ GEORGE FISHER CO. MODEL NO. 560 101 x7 EXISTING SPOT GRADE i 77,y 5 / / 4- �y #248 r 3" 2"SCH. 40 TO D-BOX / /A / ,� / C cy EXISTING � � - - -100 - - - - EXISTING CONTOURS -SCH.40 TEE w/CLEAN-OUT CAP DWELLING _ 102 PROPOSED CONTOURS \ / / FLOOR EL _ =-11.7T / ,�° UM ON �' 0,TF -f- 102 PROPOSED SPOT GRADE DECK IRON PIPE pDM 2" BALL CHECK VALVE SCH. 80 PVC 100 ` ` / /2 \ oiA,;� 11 / M / ,' \ , / ►��' �c yaj (FNDlHELD) a N P.S.I. FLOWMATIC MODEL No. 208S E/T/C EXISTING OVERHEAD UTILITIES / °ti / I 4 ` ? - --- LAMP POST 6' J4/ '% � 1< � �, // A� � kLTI I � - '�,� EXISTING WATERLINE / o ExiSTING MAP 227 - , (2)WIDE ANGLE CONTROL FLOATS o 1/4"WEEP HOLE IN DISCHARGE PIPE �� DWELLING �' PARCEL 38 (BARNES 073618) TEST PIT LOCATION 2 SCH. 40 PVC DISCHARGE PIPE a \ / � O� P. \ 9�' 2 065 S.Ft 1: PUMP ON/OFF 120 ACTIVATION 2: ALARM ACTIVATION BARNES SE411 PUMP .4 H.P. 115 V 2" PROPOSED 2000 GAL. H-20 SEPTIC TANK WITH PUMP / 7• � DISCHARGE PASSING 1-1/2"SOLIDS OR MAP 227 EQUAL 4"SOLID SCHEDULE 40 PVC PIPE / 1 PARCEL36 COMBINATION 1500 GALLON SEPTIC TANK/ / ,'� ' 13 DISTRIBUTION BOX 8• MAP 227 N/F 500 GALLON PUMP CHAMBER MAP 227 CHRISTIAN CAMP 500 GAL. LEACHING CHAMBER 6. i // /,/ PARCEL 39 MEETING ASSOC. L-=J PARCEL 40 2,227 S.F.t DESIGN DATA N/F RYAN H'a / NUMBER OF BEDROOMS 3 DESIGN FLOW 330 GAUBED. BUOYANCY C A L C U LAT I G N S -REV.- DATE BY APP'D. DESCRIPTION / TOTAL DESIGN FLOW 330 GAUDAY� SEPTIC/PUMP CHAMBER: PROPOSED SEPTIC SYSTEM UPGRADE SEPTIC TANK PREPARED FOR: HIGH GROUNDWATER EL.= 6.36' BOTTOM OF PUMP CRkMBER EL. = 5.45' DESIGN FLOW X 200 % = 660 GALLON SEPTIC TANK WATER DISPLACED = (6.36'-5.45')x 6.5 x 12.0 = 70.98 C.I=. MARTIN A. PRICE 4 WEIGHT OF DISPLACED WATER = 70.95 C.F. X 62.4 LB/C F. =4,429 LBS. 248 LAKE ELIZABETH DRIVE PARTNERS, LLC USE 1503 GALLON SEPTIC TANK (MINIMUM PER TITLE V) WEIGHT OF H-20 2000 GAL. SEPTIC/PUMP CHAMBER=22,000 LBS. SOIL COVER = (12.2'- 11.45')x 6.5 x 12.0 =58.50 C.F. LOCATED AT INSTALL 2- 500 GAL. CHAMBERS WEIGHT OF SOIL ABOVE CHAMBER= 58.50 C.F. X 120 LB/C.F. = 7,020 LBS. 29,020 LBS. >4,429 LBS. (ACCEPTABLE) 248 LAKE ELIZABETH DRIVE SIDEWALL CAPACITY DOSING & STORAGE REQUIREMENTS CRAIGVILLE, MA 02636 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25.0' + 12.9')(2 ) ( 2' ) ( .74 GPD/S.F.) = 112.2 GAUDAY DESIGN FLOW: 330 GPD SCALE: 1 INCH = 20 FT. DATE: OCTOBER 20, 2004 DOSING REQUIRED: 4 CYCLES /DAY BOTTOM CAPACITY o ,0 20 ao ao FEET (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY 330 GPD/4 =82.5 GAUCYCLE 011 M (25.0'x 12.91 (.74 GPD/S.F.) = 238.7 GAUDAY j �o�;N PREPARED BY: DISTANCE REQUIRED BETWEEN PUMP � cHURch��� TOTALS: ON AND PUMP OFF FLOATS: J R JC ENGINEERING, INC. IL _ - - --- TOTAL NUMBER OF CHAMBERS 2 82.5 GAUCYCLE = 125 GAL/FT = 0.66 FT/CYCLE No 41;07 2854 CRANBERRY HIGHWAY - -- SITE PLAN/`/1 N TOTAL LEACHING AREA 474.2 SQ.FT. I (USE 0.80'TO PROVIDE FOR BACKFLOW) EAST WAREHAM, MA 02538 S TOTAL LEACHING CAPACITY 350.9 GAL./DAY STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. 508-273-0377 STORAGE PROVIDED ABOVE WORKING LEVEL: 338 GAL. ) ��-1/0 / Drawn By: BMB Designed By BMB Checked By: JLC j Job No.:514 SCALE: 1" = 20' Li �1